Is this Eurocode or AISC checking?

No. It applies textbook elastic formulas only.

Why no shear deflection?

Long slender beam idealizations omit shear deformation; deep or short spans may need richer models.

Beam Deflection Calculator

Closed-form peak deflections for four textbook cases (mid-span load on SS, UDL on SS, tip load on cantilever, UDL on cantilever). Requires E and I; does not model shear deformation, cracking, creep, or code checks.

Kostenlos · Keine Limits · Im Browser

So geht's

1Select boundary condition and load pattern.
2Enter span L, Young's modulus E, and second moment I in consistent SI units.
3Enter point load P (N) or distributed w (N/m) as prompted.
4Read peak deflection in meters.

Häufige Fragen

Is this Eurocode or AISC checking?: No. It applies textbook elastic formulas only.
Why no shear deflection?: Long slender beam idealizations omit shear deformation; deep or short spans may need richer models.